摘要
以深圳赤湾港~#9泊位沉桩工程为例,介绍D1200混凝土大管桩在砂层较厚及风化岩的地质条件下,锤击沉桩的可打性。并对锤型选择,停锤控制贯入度等进行探讨。
Taking pile driving project of ~#9 berth of Chiwan Port in Shenzhen as anexample, feasibility of driving D1200 concrete pipe into foundation of thickersand layer and weathered rock by hammer is introduced, and investigation &discussion are carried out to selection of hammer type and penetration of pile.
出处
《水运工程》
北大核心
1993年第8期37-41,共5页
Port & Waterway Engineering
